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Self-organised criticality and seismicity

Thesis (MSc)--Stellenbosch University, 2002.

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Main Author: Boonzaaier, Leandro
Other Authors: Geyer, H. B.
Format: Thesis
Language:en_ZA
Published: Stellenbosch : Stellenbosch University 2012
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access_status_str Open Access
author Boonzaaier, Leandro
author2 Geyer, H. B.
author_browse Boonzaaier, Leandro
Geyer, H. B.
author_facet Geyer, H. B.
Boonzaaier, Leandro
author_sort Boonzaaier, Leandro
collection Thesis
dc_rights_str_mv Stellenbosch University
description Thesis (MSc)--Stellenbosch University, 2002.
format Thesis
id oai:scholar.sun.ac.za:10019.1/53047
institution Stellenbosch University (South Africa)
language en_ZA
last_indexed 2026-06-10T12:40:56.191Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2012
publishDateRange 2012
publishDateSort 2012
publisher Stellenbosch : Stellenbosch University
publisherStr Stellenbosch : Stellenbosch University
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/53047 Self-organised criticality and seismicity Boonzaaier, Leandro Geyer, H. B. De Beer, Willem Stellenbosch University. Faculty of Science. Dept. of Physics. Criticality (Nuclear engineering) Induced seismicity Sandpile models Dissertations -- Physics Theses -- Physics Thesis (MSc)--Stellenbosch University, 2002. ENGLISH ABSTRACT: In this thesis we give an overview of self-organised criticality and its application to studying seismicity. We recall some of the basic models and techniques for studying self-organised critical systems. We discuss one of these, the sandpile model, in detail and show how various properties of the model can be calculated using a matrix formulation thereof. A correspondence between self-organised critical systems and seismicity is then proposed. Finally, we consider the timeevolution of the sandpile model by using a time-to-failure analysis, originally developed in the study of seismicity and obtain results for the sandpile model that show similarities with that of the analyses of seismic data. AFRIKAANSE OPSOMMING: In hierdie tesis gee ons 'n oorsig van self-organiserende kritikaliteit en die toepassing daarvan in die studie van seismisiteit. Ons beskryf die basiese modelle en tegnieke vir die studie van self-organiserende kritiese sisteme. Ons bespreek een van hierdie, die sandhoopmodel, in besonderheid en wys hoe om verskeie eienskappe van die model te bereken deur gebruik te maak van 'n matriks-formulering daarvan. Ons stel dan 'n korrespondensie tussen self-organiserende kritiese sisteme en seismisiteit voor. Ter afsluiting ondersoek ons die tydontwikkeling van die sand hoopmodel deur gebruik te maak van 'n deurbreektyd analise wat oorspronklik in die bestudering seismiese data ontwikkel is. Die resultate vir die analise van die sandhoopmodel toon ooreenkomste met dit wat verkry word vir seismiese data. 2012-08-27T11:35:16Z 2012-08-27T11:35:16Z 2002-12 Thesis http://hdl.handle.net/10019.1/53047 en_ZA Stellenbosch University 78 p.: ill. application/pdf Stellenbosch : Stellenbosch University
spellingShingle Criticality (Nuclear engineering)
Induced seismicity
Sandpile models
Dissertations -- Physics
Theses -- Physics
Boonzaaier, Leandro
Self-organised criticality and seismicity
title Self-organised criticality and seismicity
title_full Self-organised criticality and seismicity
title_fullStr Self-organised criticality and seismicity
title_full_unstemmed Self-organised criticality and seismicity
title_short Self-organised criticality and seismicity
title_sort self organised criticality and seismicity
topic Criticality (Nuclear engineering)
Induced seismicity
Sandpile models
Dissertations -- Physics
Theses -- Physics
url http://hdl.handle.net/10019.1/53047
work_keys_str_mv AT boonzaaierleandro selforganisedcriticalityandseismicity